from model.mesh import finit_el_model as fem from model.boundary_cond import spring_bound_cond as sprbc from model.sets import sets_mng as sets from materials import typical_materials as tm from model.geometry import geom_utils as gut from materials.astm_aisc import ASTM_materials as astm from actions import loads from actions import load_cases as lcases from actions.wind import base_wind as bw # Default configuration of environment variables. from postprocess.config import default_config from postprocess import output_styles as outSty from postprocess import output_handler as outHndl workingDirectory = default_config.findWorkingDirectory() + '/' execfile(workingDirectory + 'env_config.py') sty = outSty.OutputStyle() #Data execfile(workingDirectory + 'data.py') # *** GEOMETRIC model (points, lines, surfaces) - SETS *** FEcase = xc.FEProblem() preprocessor = FEcase.getPreprocessor prep = preprocessor #short name nodes = prep.getNodeHandler elements = prep.getElementHandler elements.dimElem = 3 # Problem type modelSpace = predefined_spaces.StructuralMechanics3D(nodes) #Defines the
from model.mesh import finit_el_model as fem from model.boundary_cond import spring_bound_cond as sprbc from model.sets import sets_mng as sets from materials import typical_materials as tm from actions import loads from actions import load_cases as lcases from actions import combinations as cc from actions.earth_pressure import earth_pressure as ep from model.geometry import geom_utils as gut from postprocess.config import default_config # Default configuration of environment variables. from postprocess import output_styles as outSty from postprocess import output_handler as outHndl workingDirectory = default_config.findWorkingDirectory( ) + '/' #search env_config.py execfile(workingDirectory + 'env_config.py') sty = outSty.OutputStyle() #Data execfile(workingDirectory + 'data.py') # *** GEOMETRIC model (points, lines, surfaces) - SETS *** FEcase = xc.FEProblem() prep = FEcase.getPreprocessor nodes = prep.getNodeHandler elements = prep.getElementHandler elements.dimElem = 3 # Problem type modelSpace = predefined_spaces.StructuralMechanics3D(nodes) #Defines the # dimension of the space: nodes by three coordinates (x,y,z) and